NINTH ST over GEST STREET;I75&RAMPS
Map
Coordinates:
+39.10342, -84.5257939°06'12" N, 84°31'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NINTH ST over GEST STREET;I75&RAMPS |
Structure number: | 3109038 |
Location: | .3 MI N OF SR 264 DA |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 121.1 ft. [36.9 m] |
Total length: | 535.1 ft. [163.1 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,457 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 64.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Satisfactory | 19457 | 64.6 |
June 2017 | Fair | Satisfactory | Good | Satisfactory | 19457 | 64.6 |
March 2016 | Fair | Satisfactory | Good | Satisfactory | 19457 | 64.6 |
April 2015 | Fair | Satisfactory | Good | Satisfactory | 1000 | 71.4 |
August 2014 | Fair | Satisfactory | Good | Satisfactory | 1000 | 83.8 |
November 2013 | Fair | Satisfactory | Good | Good | 1000 | 71.4 |
October 2012 | Fair | Satisfactory | Good | Good | 1000 | 71.4 |
October 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 71.4 |
December 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 71.4 |
December 2009 | Fair | Satisfactory | Satisfactory | Good | 1000 | 71.2 |
December 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 71.2 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 1000 | 69.2 |
November 2006 | Fair | Satisfactory | Satisfactory | Good | 1000 | 69.2 |
December 2005 | Fair | Good | Satisfactory | Good | 1000 | 69.2 |
October 2004 | Fair | Good | Satisfactory | Good | 1000 | 69.2 |
September 2003 | Fair | Good | Satisfactory | Good | 1000 | 69.2 |
August 2002 | Fair | Good | Satisfactory | Good | 1000 | 73.2 |
November 2000 | Fair | Good | Satisfactory | Good | 1000 | 73.2 |
October 1999 | Good | Good | Good | Good | 1000 | 73.2 |
October 1998 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.2 |
January 1997 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.2 |
January 1996 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.2 |
December 1994 | Fair | Satisfactory | Satisfactory | Good | 1000 | 68.6 |
November 1992 | Fair | Good | Satisfactory | Very Good | 1000 | 67.6 |
January 1992 | Fair | Satisfactory | Satisfactory | Very Good | 1000 | 68.6 |
February 1991 | Fair | Satisfactory | Satisfactory | Very Good | 1000 | 68.6 |